Microplane model with initial and damage-induced anisotropy applied to textile-reinforced concrete
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- Extent
-
Online-Ressource
- Language
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Englisch
- Notes
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In: Internationales Kolloquium über Anwendungen der Informatik und Mathematik in Architektur und Bauwesen, IKM, Weimar / Internationales Kolloquium über Anwendungen der Informatik und Mathematik in Architektur und Bauwesen, IKM, Weimar, 18. 2009
- Classification
-
Ingenieurwissenschaften und Maschinenbau
- Keyword
-
Angewandte Informatik
Angewandte Mathematik
Architektur
Computerunterstütztes Verfahren
- Event
-
Veröffentlichung
- (where)
-
Weimar
- (who)
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Bauhaus-Universität
- (when)
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2010
- Creator
- Contributor
- URN
-
urn:nbn:de:gbv:wim2-20170314-28367
- Rights
-
Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
14.08.2025, 11:01 AM CEST
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Chudoba, Rostislav
- Scholzen, A.
- Hegger, Josef
- Gürlebeck, Klaus
- Könke, Carsten
- Bauhaus-Universität Weimar
- Bauhaus-Universität
Time of origin
- 2010
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Closed-form design concept for fully utilized FRP-reinforced rectangular concrete cross-sections accompanied by experimental validation on carbon-reinforced beams
Experimental Characterization of Bond Fatigue Using Beam-End Tests with Push-In Loading
Characterization Procedure for Bond, Anchorage and Strain-Hardening Behavior of Textile-Reinforced Cementitious Composites
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Structural behaviour of origami-based folded shells made of carbon textile reinforced concrete
Entwurf und Herstellung von dünnwandigen Faltwerken aus zementbasierten Verbundwerkstoffen
Towards an efficient design of carbon reinforced concrete elements: from prismatic beams to origami-based folded shells
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Components of multi-scale modeling framework for characterization, analysis and design of brittle-matrix composite structures
Experimental investigations on early crack development in fully restrained reinforced concrete members with active zero-displacement control
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Automated detection of propagating cracks in RC beams without shear reinforcement
Closed-form design concept for fully utilized FRP-reinforced rectangular concrete cross-sections accompanied by experimental validation on carbon-reinforced beams
Experimental Characterization of Bond Fatigue Using Beam-End Tests with Push-In Loading
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